CN102959305A - Sheet-like body support mount and solar photovoltaic power generation device - Google Patents
Sheet-like body support mount and solar photovoltaic power generation device Download PDFInfo
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- CN102959305A CN102959305A CN2011800210748A CN201180021074A CN102959305A CN 102959305 A CN102959305 A CN 102959305A CN 2011800210748 A CN2011800210748 A CN 2011800210748A CN 201180021074 A CN201180021074 A CN 201180021074A CN 102959305 A CN102959305 A CN 102959305A
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- support bed
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- 238000010248 power generation Methods 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 230000008093 supporting effect Effects 0.000 claims description 15
- 230000015572 biosynthetic process Effects 0.000 claims description 6
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- 238000005553 drilling Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 230000001815 facial effect Effects 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 238000007667 floating Methods 0.000 description 5
- 230000013011 mating Effects 0.000 description 5
- 239000004575 stone Substances 0.000 description 4
- 238000013459 approach Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000007664 blowing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
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- 230000015556 catabolic process Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
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- 238000006731 degradation reaction Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
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- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
- H02S20/10—Supporting structures directly fixed to the ground
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
- F24S25/10—Arrangement of stationary mountings or supports for solar heat collector modules extending in directions away from a supporting surface
- F24S25/13—Profile arrangements, e.g. trusses
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
- F24S25/30—Arrangement of stationary mountings or supports for solar heat collector modules using elongate rigid mounting elements extending substantially along the supporting surface, e.g. for covering buildings with solar heat collectors
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/40—Solar thermal energy, e.g. solar towers
- Y02E10/47—Mountings or tracking
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Abstract
Disclosed is a sheet-like body support mount which is installed on a mounting surface in a state where a sheet-like body is supported. The sheet-like body support mount is provided with a plurality of footing beams which are disposed side by side on the mounting surface at intervals from one another; first support posts which are disposed vertically at first longitudinal ends of the footing beams, and second support posts which are disposed vertically at second longitudinal ends of the footing beams; first upper beams which are mounted between the upper ends of the first support posts and the upper ends of the second support posts; and a plurality of second upper beams which are mounted between the first upper beams. The sheet-like body is supported on the first upper beams and the second upper beams or on the second upper beams.
Description
Technical field
The present invention relates to planar body support bed and device of solar generating.
The application advocates preference based on to Japanese publication Patent 2010-104987 number on 04 30th, 2010, and quotes its content at this.
Background technique
In the past, as supporting solar panel (solar energy electricity-generating board) etc., have the structure of stand of the planar body of predetermined function, following structure has been proposed, this structure has: be used for to install battery plate a plurality of mounting rails, supporting mounting rail the planar rectangular shape scaffold, be fixed on four jiaos pillar of scaffold and be used for foot with pillar and be fixed on floor piece (for example, with reference to patent documentation 1) on the concrete foundation.
In the stand of patent documentation 1 record, mounting frame becomes and has as vertical square steel pipe of the beam material of fore-and-aft direction with as the horizontal flute profile steel pipe of the beam material of left and right directions.In addition, vertically square steel pipe and laterally the flute profile steel pipe be bonded with each other and the vertical square steel pipe of the two end part of mounting rail about being fixed in by fixed component by bolt (ボ Le ト) by fixed component.And, the upper end portion of pillar by dunnage by bolted joints in vertical square steel pipe, and the floor piece that is fixed on the pillar underpart is fixed in concrete foundation by stone bolt (ア ン カ ー ボ Le ト) etc.
Prior art document (patent documentation)
Patent documentation 1: the JP 2000-101123 of Japan communique
Summary of the invention
Invent problem to be solved
But, in the stand in the past of putting down in writing such as patent documentation 1, owing to each parts such as scaffold, mounting rail, pillar are bonded with each other by connected members such as fixed component, dunnages, so components number increases, expensiveization, and the operation of each parts and installation time also increase.The low problem of efficiency of construction that assembling work is arranged thus.In addition, because in the past stand is fixed on the concrete foundation with the floor piece with the pillar underpart such as stone bolt, so thereby being used between engineering time on constructing concrete basis and curing time is that the necessary duration is long-term.And, since on ground medium constructing concrete basis, therefore might the soil and groundwater environment of periphery be exerted an influence by undermining etc.And, as the stand of the planar body of supporting, need opposing by the blow afloat power (blow I on げ power) of wind action in planar body, in the past, be the structure of except the deadweight of stand, also resisting the power of blowing afloat by the weight of concrete foundation.By this structure, concrete foundation maximizes, and then the problem that also exists engineering time and cost burden to increase.
The object of the invention is to, providing a kind of can seek the reduction of erection time and suppress cost of material and construction cost by the easy of assembling work, and can reduce planar body support bed and device of solar generating on the impact of surrounding enviroment.
For the means of dealing with problems
In order to solve above-mentioned problem and to reach related purpose, the present invention has adopted following means.
That is,
(1) the planar body support bed that relates to of a mode of the present invention is in the planar body support bed that is arranged under the state of the planar body of supporting on the attachment face (according to the face of paying), has: many pile foundations beam, and sky is opened the compartment of terrain and is located on the above-mentioned attachment face mutually; At vertical the first pillar established of a side of the length direction of these foundation beams and at vertical the second pillar established of the opposing party; The first top beam is erected between the upper end of the upper end of above-mentioned the first pillar and above-mentioned the second pillar; Many the second top beams are erected between above-mentioned the first top beam.On above-mentioned each first top beam and above-mentioned each second top beam, perhaps at above-mentioned each above-mentioned planar body of the second top beam upper support; Above-mentioned each foundation beam is the placement beam (putting the I beam) that is positioned on the above-mentioned attachment face.
(2) comparatively it is desirable to, in the planar body support bed of above-mentioned (1) record, above-mentioned each foundation beam has respectively: a pair of section bar; And first fixer, under the state of the cardinal extremity of the cardinal extremity that is inserted with above-mentioned the first pillar between this a pair of section bar and above-mentioned the second pillar, fixing to linking between this a pair of section bar.
(3) comparatively it is desirable to, in the planar body support bed of above-mentioned (1) record, when observing above-mentioned each first top beam at the section vertical with the length direction of above-mentioned each first top beam, have: pair of sidewalls section, mutually relatively; Upper wall portions is connected with each other the upper end of this pair of sidewalls section; Lip part is formed on the direction that is separated from each other from each lower end of above-mentioned each side wall portion; And second fixer, under the state of the upper end of the upper end that is inserted with above-mentioned the first pillar between above-mentioned each side wall portion and above-mentioned the second pillar, fixing to linking between these side wall portions.
(4) comparatively it is desirable to, in the planar body support bed of above-mentioned (3) record, when observing above-mentioned each second top beam at the section vertical with the length direction of above-mentioned each second top beam, have: fixing wall portion is fixed on above-mentioned each first top beam; And upper flange part and lower flange, extend to opposite mutually direction from upper end and the lower end of this fixing wall portion respectively, abut in above-mentioned lower flange under the state on the above-mentioned lip part of above-mentioned the first top beam, the above-mentioned upper wall portions of above-mentioned upper flange part and above-mentioned the first top beam at grade.
(5) comparatively it is desirable to, in the planar body support bed of above-mentioned (3) record, a part that forms them at above-mentioned each side wall portion enlarges the linking department that (cutting り こ The) forms; On above-mentioned each linking department, be fixed with respectively the above-mentioned fixing wall portion of above-mentioned each second top beam.
(6) comparatively it is desirable to, in the planar body support bed of above-mentioned (1) record, above-mentioned each foundation beam be with a side of the length direction of these foundation beams and at least one side in the opposite side in abutting connection with and placement beam that other planar body support bed of installing link to each other.
(7) comparatively it is desirable to, in the planar body support bed of above-mentioned (1) record, also have: the first diagonal brace is erected between above-mentioned each foundation beam and above-mentioned each first top beam.
(8) comparatively it is desirable to, in the planar body support bed of above-mentioned (7) record, also have: the second diagonal brace is erected between the lower end and above-mentioned each second top beam of above-mentioned each first diagonal brace.
(9) the planar body support bed that relates to of a mode of the present invention is the planar body support bed that is arranged under the state of the planar body of supporting on the attachment face, has: many pile foundations beam, and sky is opened the compartment of terrain and is located on the above-mentioned attachment face mutually; Pillar, a vertical side who is located at the length direction of these foundation beams; The first top beam is erected between the upper end and above-mentioned each foundation beam of above-mentioned pillar; And many second top beams, being erected between above-mentioned the first top beam, above-mentioned planar body is bearing on above-mentioned each first top beam and above-mentioned each second top beam or on above-mentioned each second top beam; Above-mentioned each foundation beam is the placement beam that is positioned on the above-mentioned attachment face.
(10) comparatively it is desirable to, in the planar body support bed of above-mentioned (9) record, above-mentioned each foundation beam has respectively: a pair of section bar; And the 3rd fixer, under the state of the end of the cardinal extremity that is inserted with above-mentioned pillar between this a pair of section bar and above-mentioned the first top beam, fixing to linking between this a pair of section bar.
(11) comparatively it is desirable to, in the planar body support bed of above-mentioned (10) record, above-mentioned each pillar and above-mentioned each first these both sides of top beam are when being made of the steel with closed section when the section vertical with their length direction observed, and the front end of above-mentioned the 3rd fixer is accommodated in the above-mentioned closed section.
(12) comparatively it is desirable to, in the planar body support bed of above-mentioned (9) record, above-mentioned each foundation beam be with a side of the length direction of these foundation beams and at least one side in the opposite side in connection with and placement beam that other planar body support bed of installing link to each other.
(13) comparatively it is desirable to, in the planar body support bed of above-mentioned (11) record, also have: the first diagonal brace is erected between above-mentioned each foundation beam and above-mentioned each first top beam.
(14) comparatively it is desirable to, in the planar body support bed of above-mentioned (13) record, also have: the second diagonal brace is erected between the lower end and above-mentioned each second top beam of above-mentioned each first diagonal brace.
(15) device of solar generating that relates to of a mode of the present invention has: the above-mentioned planar body support bed of each record in above-mentioned (1) to (14); And the solar energy electricity-generating board that is bearing in the above-mentioned planar body of conduct on this planar body support bed.
The effect of invention
Planar body support bed and device of solar generating that a mode of the present invention by as previously discussed relates to, by from loading the vertical pillar of establishing of foundation beam on attachment face, thereby do not need thus concrete foundation to seek the reduction of erection time, thereby and do not need to undermine and to reduce impact on surrounding ground.And, for the power that blows afloat that acts on planar body, can resist take foundation beam etc. as counterweight (counterweight), compare when resisting with concrete foundation, can seek the minimizing of engineering time and can reduce more reliably impact on surrounding enviroment.
By the planar body support bed of above-mentioned (1), (9) record, by on attachment face and establish foundation beam, do not need the constructing concrete basis.Thus, owing to do not need between engineering time and curing time, so can seek the shortening of duration.And, since can be or not underground constructing concrete basis, so can make the impact on the soil and groundwater environment of periphery that causes by undermining etc. drop to inferior limit.In addition, in the planar body support bed of above-mentioned (1) record, set up the first top beam vertical between being located on each of the first pillar and the second pillar on the foundation beam.And, assemble in turn the structural plane of rectangular-shaped (the platform shape) that consisted of by these foundation beams, the first pillar, the second pillar, the first top beam, and between the first top beam of the structural plane of installing and adjacent structural plane, set up a plurality of the second top beams.Thus, can on the width direction of planar body, implement continuously assembling work, can improve efficiency of construction.In addition, in the planar body support bed of above-mentioned (9) record, between pillar and foundation beam, set up the first top beam.And, assemble in turn the structural plane of the triangle that is consisted of by foundation beam, pillar, the first top beam, and between the first top beam of the structural plane after the assembling and adjacent structural plane, set up a plurality of the second top beams.Thus, can on the width direction of planar body, implement continuously assembling work, can improve efficiency of construction.
And, in the planar body support bed of above-mentioned (1), (9) record, for the power that blows afloat that acts on planar body, by take foundation beam etc. as counterweight, do not need to make as in the past concrete foundation to maximize.Thus, can seek the minimizing of engineering time and reduce more reliably impact on surrounding enviroment.
Planar body support bed by above-mentioned (2) record; by by a pair of section bar formation base beam; between them, insert the cardinal extremity of first, second pillar; and fastening with the first fixer, the constant intensity of foundation beam and first, second pillar can be guaranteed thus and the facilitation of fixed operation can be sought.In addition, owing to do not need mating part that foundation beam is engaged with first, second pillar etc., so thereby can cut down time and the cost that the component number of packages can reduce assembling work.
Similarly; planar body support bed by above-mentioned (10) record; by by a pair of section bar formation base beam; between them, insert the end of pillar and the first top beam; and fastening with the first fixer, can guarantee thus the constant intensity of foundation beam and the first top beam and the summary that can seek fixed operation.In addition, owing to do not need mating part that foundation beam is engaged with the first top beam etc., so thereby can cut down time and the cost that the component number of packages can reduce assembling work.
Planar body support bed by above-mentioned (3) record, by fastening with the second fixer and fixedly be inserted into the first pillar between the side wall portion of the first top beam and each upper end of the second pillar, the constant intensity of the first pillar and the first top beam and the constant intensity of the second pillar and the first top beam can be guaranteed thus, and the facilitation of fixed operation can be sought.In addition, owing to do not need for the mating part that first, second pillar is engaged with the first top beam etc., so thereby can cut down time and the cost that the component number of packages can further reduce assembling work.
Planar body support bed by above-mentioned (4) record is connected in the lower flange with the second top beam under the state of the first top beam flange section, and the upper flange part of the upper surface part of the first top beam and the second top beam at grade.Thus, owing to can easily determine the position of the second top beam, so can improve the workability of assembling work.
Planar body support bed by above-mentioned (5) record, a part that is fixed on the side wall portion of the first top beam owing to the fixing wall portion of the second top beam enlarges on the linking department that forms, so do not need for the mating part that their are engaged etc., thereby can cut down time and the cost that the component number of packages can further reduce assembling work.
Planar body support bed by above-mentioned (6), (12) record, even be used on each planar body support bed and tilting moment (the translocation ー of Daoing モ メ Application ト) when acting on each planar body support bed for the strong power that blows afloat or the weak masterpiece that blows afloat, also can prevent by the flexural rigidity (bending stiffness) as the foundation beam of placement beam the floating of planar body support bed.Namely by floating with the whole opposing of a plurality of planar body support bed, can effectively utilize the counterweight of a plurality of planar body support bed integral body.
In addition, when counterweight is not enough, by to weights such as foundation beam additional precast concrete, concrete masonary unit or tanks, can improve thus the resistivity for floating.And, when counterweight is not enough, by making simple and easy anchor (Jane Unit ア ン カ ー) and injection attachment face (for example, ground), and this simple and easy anchor is connected to foundation beam, can further improve thus the resistivity for floating.
Planar body support bed by above-mentioned (7) record, by in the structural plane of for example rectangle (platform shape) that is consisted of by foundation beam, the first pillar, the second pillar, the first top beam, diagonal brace (the first diagonal brace) being set, can improve thus the stability of this structural plane.Similarly, the planar body support bed by above-mentioned (13) record by diagonal brace (the first diagonal brace) is set, can improve the stability of this structural plane thus in for example leg-of-mutton structural plane that is made of foundation beam, pillar, the first top beam.
And by the planar body support bed of above-mentioned (7), (13) record, the supporting member that temporarily arranges in the time of can omitting or cut down construction etc. can further reduce engineering time and cost.
Planar body support bed by above-mentioned (8), (14) record, owing to setting up the second diagonal brace by underpart and the second top beam that strides across the first diagonal brace, can prevent that thus structural plane from swinging to adjacent width direction, so can improve the stability of planar body support bed.And, can further cut down the supporting member of interim setting when construction etc.
Planar body support bed by above-mentioned (11) record, fixedly the time, use self-drilling screw or single face rivet (one side riveted) etc. as the 3rd fixer, when the distortion of the front end of the 3rd fixer or wearing and tearing etc., pillar and the first top beam make the front end of fixer be positioned at closed section as closed sections such as square bars.Thus, owing to having protected the front end of the 3rd fixer, so can delay the rust of front end of self-drilling screw and the development of corrosion.
By the device of solar generating of above-mentioned (15) record, as mentioned above, owing to can reduce the assembling work time of planar body support bed, thus can realize the cost degradation of device of solar generating, and can reduce the impact on the surrounding ground environment.
Description of drawings
Fig. 1 is the side view of the device of solar generating that relates to of expression first embodiment of the invention.
Fig. 2 is the side view of observing the same device of solar generating from back side.
Fig. 3 A is side view and the sectional view of a part of the support bed of the same device of solar generating of expression.
Fig. 3 B is side view and the sectional view of a part of the support bed of the same device of solar generating of expression.
Fig. 4 is the side view of the device of solar generating that relates to of expression second embodiment of the invention.
Fig. 5 is the sectional view of observing the same device of solar generating from back side.
Fig. 6 is the side view of the part of the device of solar generating that relates to of expression third embodiment of the invention.
Fig. 7 is the sectional view of observing the part of the same device of solar generating from front face side.
Fig. 8 is the side view of the device of solar generating that relates to of expression four embodiment of the invention.
Fig. 9 is the side view of observing the same device of solar generating from back side.
Figure 10 is the side view of a part of the support bed of the same device of solar generating of expression.
Figure 11 is the side view of the variation of the same device of solar generating of expression.
Figure 12 is the side view of other variation of the same device of solar generating of expression.
Embodiment
Below, based on the description of drawings the embodiments of the present invention.
In addition, after the second mode of execution, to the structure member identical with the structure member that illustrates in below the first mode of execution and the structure member with same function, mark the symbol identical with the structure member of the first mode of execution, the description thereof will be omitted or make its simplification.
In the following description, width direction refers to the depth direction of the paper of Fig. 1, refers to the left and right directions of the paper of Fig. 2.In addition, fore-and-aft direction refers to length direction, refers to the left and right directions of the paper of Fig. 1, refers to the depth direction of the paper of Fig. 2.
(the first mode of execution)
In Fig. 1 and Fig. 2, the device of solar generating 1 of present embodiment constitutes to have: planar body support bed 2 is arranged on ground (attachment face) G as attachment face; And a plurality of solar energy electricity-generating board P, be bearing in the upside of this planar body support bed 2, and as planar body.In addition, this is in mode of execution, and attachment face is tabular surface.
This device of solar generating 1 is set to, the left side of the paper among Fig. 1 is that solar energy electricity-generating board P is the place ahead (being on the Northern Hemisphere south) towards side, be easy to receive the sunlight from the front upper place, below, direction paper left side is being obliquely installed solar energy electricity-generating board P on the paper right side from Fig. 1.In addition, device of solar generating 1 constitutes and has expansion (Expansion Ga り) continuous on the width direction that intersects with fore-and-aft direction (length direction).
Planar body support bed 2 has: the foundation beam 3 of one-to-many root; A plurality of front side pillars 4 as the first pillar; A plurality of rear side pillars 5 as the second pillar; Rafter 6 as the first top beam; And as the principal rooms (female room) 7 of the second top beam.
A pair of foundation beam 3 mutual skies are opened the compartment of terrain and are located on the ground G, extend upward and configure in front and back.Fixedly exist side by side front end (side) the 3a side (the paper left side of Fig. 1) of the length direction separately that is located at this a pair of foundation beam 3 of the base end part 4a of front side pillar 4.Fixedly exist side by side rear end (the opposing party) the 3b side (the paper right side of Fig. 1) of the length direction separately that is located at a pair of foundation beam 3 of the base end part 5a of rear side pillar 5.Rafter 6 is erected between the upper end of the upper end of front side pillar 4 and rear side pillar 5.
In addition, the structural plane K that forms the platform shape by these foundation beams 3, front side pillar 4, rear side pillar 5 and rafter 6 is with predetermined distance and be located on the width direction.And principal rooms 7 stride across and are set up in 6 of the rafters of structural plane K adjacent on width direction, at the upside fixed solar power generation plate P of these rafters 6 and principal rooms 7.
Comparatively it is desirable to, when having a plurality of planar body support bed 2, foundation beam 3 is placement beams that the planar body support bed 2 with front and back links to each other.
Comparatively it is desirable to, establish rafter 6 from above length when overlooking be L1, and the length of establishing foundation beam 3 is when being L2, the length L 2 of foundation beam 3 is longer than the length L 1 of rafter 6.And, comparatively it is desirable to, anterior length till establishing from the front end 6a of rafter 6 to the front end 3c of foundation beam 3 is L3, and the rear portion length till establishing from the rear end 6b of rafter 6 to the rear end 3d of foundation beam 3 is when being L4,0.2～0.7 times of the length L 1 that anterior length L3 is rafter 6, comparatively it is desirable to, rear portion length L 4 is 0.3～0.9 times of length L 1 of rafter 6.This former minister's degree L3 props up the needed length of wind load, and rear portion length L 4 is to become the needed length of counterweight with respect to wind load.
And as shown in Figure 2, foundation beam 3 has the chevron steel 31 as a pair of section bar.The lip part 311 of this a pair of chevron steel 31 is positioned on the ground G, and web (ウ ェ Block) 312 arranges mutually relatively.And, the base end part 4a of front side pillar 4 and the base end part 5a of rear side pillar 5 insert between the web 312 of this a pair of chevron steel 31, and foundation beam 3 is engaged by each two blind bolt 32 as the first fixer respectively with the base end part 4a of front side pillar 4 and the base end part 5a of rear side pillar 5.Namely, blind bolt 32 runs through the web 312 of a side's (the paper left side of Fig. 2) chevron steel 31, further run through respectively the base end part 4a of front side pillar 4 and the base end part 5a of rear side pillar 5, and screw togather with the web 312 of the opposing party's (right side of Fig. 2) chevron steel 31.By this blind bolt 32 that they are fastening, and foundation beam 3 engaged respectively with rear side pillar 5 with front side pillar 4 and foundation beam 3.
Front side pillar 4 and rear side pillar 5 for example are made of square steel pipe respectively.Rear side pillar 5 is longer than front side pillar 4.And, form on lateral brace 4 and the rear side pillar 5 forwardly for above-mentioned blind bolt 32 and insert logical inserting hole, and formation is inserted logical inserting hole for following blind bolt 65.
In addition, shown in Fig. 3 A and Fig. 3 B, a part that arranges side wall portion 61 at rafter 6 enlarges and the linking department 64 of formation, and principal rooms 7 engage with rafter 6 by this linking department 64.That is, one side three limits by cutting off rectangles at side wall portion 61 and bending remaining form linking department 64.On rafter 6, implement in advance the cut-out processing on three limits of linking department 64 and the perforate processing of bolt hole 641 in factory, one side 642 that conveyance bending after on-the-spot is left forms linking department 64.
By above present embodiment, owing to the foundation beam 3 that has on the ground G of being positioned in, so need on underground or constructing concrete basis, ground, can not seek the shortening of duration.And, because excavated earth G not, so can reduce impact on the surrounding ground environment.In addition, for the power that blows afloat of the wind load that acts on solar energy electricity-generating board P, the size of chevron steel 31 that can be by suitably setting foundation beam 3 is also resisted as counterweight.Consequently, owing to do not need to resist with the weight of concrete foundation, so can tackle with comparalive ease and process wind load.In addition; because with a pair of chevron steel 31 formation base beams 3; clipping the base end part 4a of front side pillar 4, the base end part 5a of rear side pillar 5 between its web 312 also fixes with blind bolt 32; so can guarantee foundation beam 3 and the constant intensity of front side pillar 4 and the constant intensity of foundation beam 3 and rear side pillar 5, and can seek the facilitation of fixed operation.
In addition, because the section shape of rafter 6 forms roughly hat, and be inserted into the upper end of the front side pillar 4 of 61 of its side wall portions, the upper end of rear side pillar 5 fixes by blind bolt 65, so can improve front side pillar 4 and the constant intensity of rafter 6 and the constant intensity of rear side pillar 5 and rafter 6, and can seek the facilitation of fixed operation.And, owing to be under principal rooms 7 are connected to the state of lip part 63 of rafter 6, to position, so can improve the workability of assembling work.In addition, the side wall portion 61 of rafter 6 enlarged form linking department 64, fixing facial 71 of principal rooms 7 are fixed to this linking department 64.Thus, do not need mating part that rafter 6 is engaged with principal rooms 7 etc., thereby can cut down time and the cost that the component number of packages can further reduce assembling work.And by rafter 6 conveyances are bent to form linking department 64 to one side 642 again after on-the-spot, linking department 64 is not given prominence in the conveyance of rafter 6 thus, so can improve conveyance efficient.
In addition, by not being (fore-and-aft direction) configure base beam 3 along width direction but alongst, when the blowing afloat masterpiece and be used for solar energy electricity-generating board P of wind load, can realize the significantly opposing to the power that blows afloat of wind load.
(the second mode of execution)
Next, based on Fig. 4, Fig. 5 the device of solar generating 1A that second embodiment of the invention relates to is described.
The device of solar generating 1A of present embodiment compares with the planar body support bed 2 in above-mentioned the first mode of execution, it is different that planar body support bed 2A has the point that the first diagonal brace 8 and the second diagonal brace 9 consist of, and other structures and the first mode of execution are roughly the same.Below, describe difference in detail.
As shown in Figure 4, the foundation beam 3 and the rafter 6 that stride across a structural plane K set up two the first diagonal braces 8, and these first diagonal braces 8 are by consisting of with the same square steel pipe of front side pillar 4 and rear side pillar 5.The underpart of the first diagonal brace 8 of the rear side (the paper right side among Fig. 4) in two the first diagonal braces is engaged in foundation beam 3, the first diagonal braces 8 by blind bolt 81 in the position that the base end part with rear side pillar 5 approaches upper end is engaged in rafter 6 in the position that the principal rooms 7 with rear side approach by blind bolt 82.On the other hand, the underpart of the first diagonal brace 8 of front side (the paper left side among Fig. 4) is engaged in the roughly neutral position of foundation beam 3 by blind bolt 81, the upper end of the first diagonal brace 8 is engaged in rafter 6 in the position that the principal rooms 7 with front side approach by blind bolt 82.With front side pillar 4, rear side pillar 5 similarly, the underpart of each first diagonal brace 8 is inserted between the chevron steel 31 of foundation beam 3, and is engaged in foundation beam 3 by fastening blind bolt 81.In addition, with front side pillar 4, rear side pillar 5 similarly, the upper end of each first diagonal brace 8 is inserted between the side wall portion 61 of rafter 6, and is engaged in rafter 6 by fastening blind bolt 82.
As shown in Figure 5, the second diagonal brace 97 extends and is connected to principal rooms 7 from the underpart 8a of each the first diagonal brace 8 to principal rooms, and these second diagonal braces 9 are made of dull and stereotyped steel plate.And the underpart of the second diagonal brace 9 is engaged in the base end part of the first diagonal brace 8 under two overlapping states by blind bolt 91, and the upper end of the second diagonal brace 9 is engaged in fixing facial 71 of principal rooms 7 by blind bolt 92.
By above present embodiment, the first diagonal brace 8 is set in each structural plane K, can improve the length direction of planar body support bed 2A and the stability of width direction, the supporting member of the interim setting in the time of can omitting or cut down construction etc.Therefore, can further reduce engineering time and cost.And, by also at width direction the second diagonal brace 9 being set except the first diagonal brace 8 is set, can further improve the stability of device of solar generating 1A.
(the 3rd mode of execution)
Next, based on Fig. 6, Fig. 7 the device of solar generating 1B that third embodiment of the invention relates to is described.
The device of solar generating 1B of present embodiment compares with planar body support bed 2,2A in above-mentioned the first mode of execution and the second mode of execution, the supporting structure of solar energy electricity-generating board P is different, and other structures and the first mode of execution and the second mode of execution are roughly the same.Below, describe difference in detail.
Such as Fig. 6, shown in Figure 7, in the planar body support bed 2B of present embodiment, set up principal rooms 7 as the second top beam at the upside as the rafter 6 of the first top beam.Solar energy electricity-generating board P is fixed on these principal rooms 7 by the gusset (ガ セ ッ ト プ レ ー ト) 10 as fixed component.The lower flange 73 of principal rooms 7 is fixed to the upper surface part 62 of rafter 6 by bolt 76, gusset 10 with predetermined distance by bolt 11 be fixed on these principal rooms 7 fixing facial 71 on.And for gusset 10, solar energy electricity-generating board P fixes with bolt 12 by not shown framework.
By above present embodiment, because solar energy electricity-generating board P is fixed on the principal rooms 7, solar energy electricity-generating board P directly is not fixed on the rafter 6, so interval between rafter adjacent on the width direction 6, the interval that is adjacent structural plane K becomes freely, and the size that can be independent of solar energy electricity-generating board P is suitably set the quantity of structural plane K.In addition, with gusset 10 and bolt 12 a plurality of solar energy electricity-generating board P are linked and modularization, this module of slinging also is fixed to principal rooms 7.By this structure, compare when installing with each solar energy electricity-generating board P that slings singly, can reduce the activity duration of installation exercise.
(the 4th mode of execution)
Next, based on Fig. 8～Figure 11 the device of solar generating 1C that four embodiment of the invention relates to is described.
Planar body support bed 2C among the device of solar generating 1C of present embodiment compares with planar body support bed 2,2A, the 2B in above-mentioned the first mode of execution～the 3rd mode of execution, omit the second pillar and the first top beam is fixed on this point on the foundation beam and pillar different with the first top beam and the second connecting arrangement of putting the beams in place etc. from the connecting arrangement of the first top beam, other structures and the first mode of execution～the 3rd mode of execution is roughly the same.Below, describe difference in detail.
Such as Fig. 8 and shown in Figure 9, planar body support bed 2C has: a pair of foundation beam 3A, a plurality of pillar 5A, as the rafter 6A of the first top beam, as the principal rooms 7A of the second top beam.
The mutual empty standard width of a room in an old-style house of a pair of foundation beam 3A every and and be located on the ground G, extend upward and configure in front and back.In addition, a pair of foundation beam 3A is fixed on as the level basis (Bu Ji Foundation that is positioned in the placement basis on the ground G, attachment face by stone bolt B) on the F.The base end part 5b of pillar 5A is fixed on the end 3c side (the paper right side of Fig. 8) of the length direction separately of this a pair of foundation beam 3A, and pillar 5A forwards rolls tiltedly this vertical establishing.Stride across between the upper end of this pillar 5A and the foundation beam 3A and set up rafter 6A.The structural plane K1 that is formed triangle by these foundation beams 3A, pillar 5A and rafter 6A with predetermined distance at width direction (the paper depth direction of Fig. 8, the left and right directions of Fig. 9) and establish.And, on width direction, among the adjacent structural plane K1, stride across two of a plurality of rafter 6A() between set up a plurality of (four) principal rooms 7A, solar energy electricity-generating board P is fixed on the upside of these principal rooms 7A.
In addition, as shown in figure 10, principal rooms 7A is made of square steel pipe, is positioned in the upper surface of rafter 6A, and these rafters 6A and principal rooms 7A interconnect by a plurality of self-drilling screws 68 of angle bracket 67 usefulness that are made of corner fittings (ア Application グ Le material).In addition, as shown in Figure 9, solar energy electricity-generating board P is fixed to principal rooms 7A by a plurality of angle brackets 76.And, on planar body support bed 2C, the diagonal brace 13 that the intermediate portion with pillar 5A is connected with principal rooms 7A is set, between the principal rooms 7A of the principal rooms 7A of epimere and hypomere, stride across and be provided with plane brace (plane ブ レ ー ス) 14 between the structural plane K1.
In addition, foundation beam 3A is not limited to be positioned in the placement beam on the F of level basis, also can be as shown in Figure 11, be attached to the simple and easy anchor 15 on injection ground and be positioned in as the sole plate (Ji Foundation ス ラ Block that is arranged on the counterweight on the ground G, attachment face) on the S.In addition, also can foundation beam 3A be fixed on this sole plate S with stone bolt B.At this, simple and easy anchor 15 is to be the easy structure such as spiral helicine screw pile (ス パ イ ラ Le Hangzhoupro) with steel formability, not as bearing pile, so long as restriction gets final product to the degree of the floating that moves or prevent from being caused by wind load of the substantially horizontal of planar body support bed 2C.Simple and easy anchor 15 like this interconnects by self-drilling screw 35 with foundation beam 3A.In Figure 11, at epimere and hypomere, principal rooms 7B is made of each lip channel-section steel (リ ッ プ Ditch shape Steel) respectively, and at intermediate portion two sections are made of back-to-back a pair of lip channel-section steel.These principal rooms 7B is fixed to rafter 6A by angle bracket 69 respectively.
In addition, in the present embodiment also with the second mode of execution similarly, also can be the structure with at least the first diagonal brace 8 in the first diagonal brace 8, the second diagonal brace 9.
In addition, the present invention not only is defined in above-mentioned mode of execution, also comprises other structures that can reach purpose of the present invention etc., and distortion as follows etc. is also contained in the present invention.
For example, in the above-described embodiment, use planar body support bed 2,2A, 2B, 2C as the supporting stand of the solar energy electricity-generating board P among device of solar generating 1,1A, 1B, the 1C, but planar body support bed of the present invention is not limited to support solar energy electricity-generating board P, also can be used for supporting the purposes of suitable planar body.At this, as planar body, for example, can be sunlight warm water plate, also can be the sunlight reflecting plate.And, as planar body, not only be defined in the planar body that utilizes sunlight, also can be the plate used of meteorological observation or antenna, other, the billboard of commercial use etc., be not particularly limited 26S Proteasome Structure and Function, the purposes of planar body.
In addition, in above-mentioned the first mode of execution～the 3rd mode of execution, on a pair of foundation beam 3, stand in the longitudinal direction and establish a pair of first, second pillar 4,5, and at these first, second pillars 4, set up rafter 6 between 5 and consist of each structural plane K, but as the structure of planar body support bed, be not limited to above-mentioned mode of execution.That is, also can be as shown in figure 12, when device of solar generating 1D had a plurality of planar body support bed 2, a pile foundation beam 3 also can be the placement beam that a plurality of planar body support bed 2 are linked to each other.In this structure, foundation beam 3 extends, by the many groups of foundation beam 3 supportings pillars 4,5 and rafter 6.In this case, comparatively it is desirable to, interval foundation beam 3, that a plurality of planar body support bed 2 is set at fore-and-aft direction, that is, the distance L 5 between the cardinal extremity 6b of the rafter 6 of the planar body support bed in the place ahead and the front end 6a at the rafter 6 of the planar body support bed 2 at rear is 0.3～2.0 times of length L 1.This length that is the shadows cast by the sun of considering the planar body support bed 2 in the place ahead do not cover the planar body support bed 2 at rear decides, and changes according to the latitude that arranges.
And, and foundation beam 3 is not limited to by continuous parts and consists of, and also can link a plurality of parts and consist of.And, each foundation beam also can with at least one side adjacency of a side of the length direction of these foundation beams and opposite side and other each foundation beam of planar body support bed of installing is integrated.Particularly, also can be, on the length direction of foundation beam 3A and establish the planar body support bed 2C of a plurality of as above-mentioned the 4th mode of execution, and with other foundation beam of the foundation beam 3A(of these a plurality of planar body support bed 2C) be connected each other to form.
In addition, in above-mentioned the first mode of execution～the 3rd mode of execution, the pillar, section that uses square steel pipe be the rafter 6 of hat and the section principal rooms 7 of zigzag roughly roughly, but the section shape of pillar, the first top beam, the second top beam is not particularly limited, and can use the parts with arbitrary section shape.And the engagement means as between each parts is not limited to blind bolt, can use suitable engagement means such as common bolt or self-drilling screw, welding etc.
In addition, in above record, disclose for the structure of implementing the best of the present invention, method etc., but the present invention not only is defined in this.Namely, the present invention mainly carries out special illustration to specific mode of execution and describes, but does not break away from the scope of technological thought of the present invention and purpose, for above-mentioned mode of execution, for shape, material, quantity, other detailed structures, in addition various distortion of those skilled in the art.
Therefore, above-mentioned disclosed shape, material etc. are illustratively record in order easily to understand the present invention, so the present invention is not limited to above-mentioned title.
Symbol description
1,1A, 1B, 1C ... device of solar generating
2,2A, 2B, 2C ... planar body support bed
3,3A ... foundation beam
4 ... front side pillar (the first pillar)
5 ... rear side pillar (the second pillar)
5A ... pillar
6,6A ... rafter (the first top beam)
7,7A, 7B ... principal rooms (the second top beam)
8 ... the first diagonal brace
9 ... the second diagonal brace
31 ... chevron steel (section bar)
32 ... blind bolt (the first fixer)
65 ... blind bolt (the second fixer)
34 ... self-drilling screw (the 3rd fixer)
61 ... side wall portion
62 ... upper surface part
63 ... lip part
64 ... linking department
71 ... fixing facial
72 ... upper flange part
73 ... lower flange
G ... ground (attachment face)
P ... solar energy electricity-generating board (planar body)
Claims (15)
1. a planar body support bed is arranged on the attachment face under the state of the planar body of supporting, it is characterized in that having:
Many pile foundations beam, the mutual empty standard width of a room in an old-style house every and and be located on the above-mentioned attachment face;
At vertical the first pillar established of a side of the length direction of these foundation beams and at vertical the second pillar established of the opposing party;
The first top beam is erected between the upper end of the upper end of above-mentioned the first pillar and above-mentioned the second pillar; And
Many the second top beams are erected between above-mentioned the first top beam,
Above-mentioned planar body is bearing on above-mentioned each first top beam and above-mentioned respectively second top beam or on above-mentioned each second top beam.
2. planar body support bed as claimed in claim 1 is characterized in that,
Above-mentioned each foundation beam has respectively:
A pair of section bar; And
The first fixer, under the state of the base end part of the base end part that is inserted with above-mentioned the first pillar between this a pair of section bar and above-mentioned the second pillar, fixing to linking between this a pair of section bar.
3. planar body support bed as claimed in claim 1 is characterized in that, when observing above-mentioned each first top beam at the section vertical with the length direction of above-mentioned each first top beam, has:
Pair of sidewalls section, mutually relatively;
Upper wall portions is connected with each other the upper end of this pair of sidewalls section;
Lip part is formed on the direction that is separated from each other from each lower end of above-mentioned each side wall portion; And
The second fixer, under the state of the upper end of the upper end that is inserted with above-mentioned the first pillar between above-mentioned each side wall portion and above-mentioned the second pillar, fixing to linking between these side wall portions.
4. planar body support bed as claimed in claim 3 is characterized in that, when observing above-mentioned each second top beam at the section vertical with the length direction of above-mentioned each second top beam, has:
Fixing wall portion is fixed on above-mentioned each first top beam; And
Upper flange part and lower flange are extended from the upper end of this fixing wall portion and lower end respectively mutually round about,
Abut in above-mentioned lower flange under the state on the above-mentioned lip part of above-mentioned the first top beam, the above-mentioned upper wall portions of above-mentioned upper flange part and above-mentioned the first top beam at grade.
5. planar body support bed as claimed in claim 3 is characterized in that,
A part that forms them at above-mentioned each side wall portion enlarges and the linking department of formation,
On above-mentioned each linking department, be fixed with respectively the above-mentioned fixing wall portion of above-mentioned each second top beam.
6. planar body support bed as claimed in claim 1 is characterized in that,
Above-mentioned each foundation beam is the placement beam that will link to each other in connection with other planar body support bed of installing with a side and at least one side in the opposite side of the length direction of these foundation beams.
7. planar body support bed as claimed in claim 1 is characterized in that also having:
The first diagonal brace is erected between above-mentioned each foundation beam and above-mentioned each first top beam.
8. planar body support bed as claimed in claim 7 is characterized in that also having:
The second diagonal brace is erected between above-mentioned each first diagonal brace lower end and above-mentioned each second top beam.
9. a planar body support bed is arranged on the attachment face under the state of the planar body of supporting, it is characterized in that having:
Many pile foundations beam, the mutual empty standard width of a room in an old-style house every and and be located on the above-mentioned attachment face;
Pillar, a vertical side who is located at the length direction of these foundation beams;
The first top beam is erected between the upper end and above-mentioned each foundation beam of above-mentioned pillar; And
Many the second top beams are erected between above-mentioned the first top beam,
Above-mentioned planar body is bearing on above-mentioned each first top beam and above-mentioned respectively second top beam or on above-mentioned each second top beam,
Above-mentioned each foundation beam is the placement beam that is positioned on the above-mentioned attachment face.
10. planar body support bed as claimed in claim 9 is characterized in that,
Above-mentioned each foundation beam has respectively:
A pair of section bar; And
The second fixer, under the state of the end of the base end part that is inserted with above-mentioned pillar between this a pair of section bar and above-mentioned the first top beam, fixing to linking between this a pair of section bar.
11. planar body support bed as claimed in claim 10 is characterized in that,
Above-mentioned each pillar and above-mentioned each first these both sides of top beam are made of the steel with closed section when in the section observation vertical with their length direction, and the front end of above-mentioned the second fixer is accommodated in the above-mentioned closed section.
12. planar body support bed as claimed in claim 9 is characterized in that,
Above-mentioned each foundation beam is the placement beam that will link to each other in connection with other planar body support bed of installing with a side and at least one side in the opposite side at the length direction of these foundation beams.
13. planar body support bed as claimed in claim 11 is characterized in that also having:
The first diagonal brace is erected between above-mentioned each foundation beam and above-mentioned each first top beam.
14. planar body support bed as claimed in claim 13 is characterized in that also having:
The second diagonal brace is erected between above-mentioned each first diagonal brace lower end and above-mentioned each second top beam.
15. a device of solar generating is characterized in that having:
Such as each described above-mentioned planar body support bed in the claim 1～14; And
Be bearing in the solar energy electricity-generating board of the above-mentioned planar body of conduct on this planar body support bed.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2010-104987 | 2010-04-30 | ||
| JP2010104987 | 2010-04-30 | ||
| PCT/JP2011/060438 WO2011136359A1 (en) | 2010-04-30 | 2011-04-28 | Sheet-like body support mount and solar photovoltaic power generation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102959305A true CN102959305A (en) | 2013-03-06 |
| CN102959305B CN102959305B (en) | 2015-07-22 |
Family
ID=44861653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201180021074.8A Expired - Fee Related CN102959305B (en) | 2010-04-30 | 2011-04-28 | Sheet-like body support mount and solar photovoltaic power generation device |
Country Status (6)
| Country | Link |
|---|---|
| JP (1) | JP5079919B2 (en) |
| CN (1) | CN102959305B (en) |
| AU (1) | AU2011245978B2 (en) |
| MY (1) | MY156157A (en) |
| TW (1) | TWI429867B (en) |
| WO (1) | WO2011136359A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103268895A (en) * | 2013-05-31 | 2013-08-28 | 中利腾晖光伏科技有限公司 | Photovoltaic module installing rack for low-and-medium-latitude zone |
| CN104682841A (en) * | 2013-11-27 | 2015-06-03 | 日轻金Act株式会社 | Leg fixing member for solar panel stand, and leg fixing structure of solar panel stand |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP5915447B2 (en) * | 2012-08-14 | 2016-05-11 | 新日鐵住金株式会社 | Solar panel support frame and solar power generation system |
| GB2526269B (en) | 2014-05-16 | 2018-09-12 | Solar Frame Solutions Ltd | Solar-collector roofing assembly |
| CN105207581A (en) * | 2015-10-29 | 2015-12-30 | 苏州爱康金属科技有限公司 | Inclined beam and support pillar connecting structure |
| JP2018186636A (en) * | 2017-04-25 | 2018-11-22 | 日新製鋼株式会社 | Solar cell panel installation frame and manufacturing method thereof |
| LU101449B1 (en) * | 2019-10-17 | 2021-04-20 | Simexgroup Ag | Energy autonomous mobile radio platform |
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- 2011-04-28 JP JP2011536230A patent/JP5079919B2/en not_active Expired - Fee Related
- 2011-04-28 TW TW100114825A patent/TWI429867B/en not_active IP Right Cessation
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Also Published As
| Publication number | Publication date |
|---|---|
| WO2011136359A1 (en) | 2011-11-03 |
| CN102959305B (en) | 2015-07-22 |
| JPWO2011136359A1 (en) | 2013-07-22 |
| AU2011245978B2 (en) | 2015-07-30 |
| JP5079919B2 (en) | 2012-11-21 |
| MY156157A (en) | 2016-01-15 |
| TW201200824A (en) | 2012-01-01 |
| AU2011245978A1 (en) | 2012-12-06 |
| TWI429867B (en) | 2014-03-11 |
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